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Waste Water Engineering

Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

150 ppm
200 ppm
100 ppm
50 ppm

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Waste Water Engineering
The sewerage system consists of

House sewer
All of these
Lateral sewer
Branch sewer

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Waste Water Engineering
At the junction of sewers

Tops of both the sewers are at the same level
Top of larger sewer is kept lower
None of these
Top of smaller sewer is kept lower

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Waste Water Engineering
The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is

30 minutes
1 hour and 30 minutes
1 hour
2 hours

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Waste Water Engineering
The pH value of fresh sewage is usually

Less than 7
More than 7
Equal to zero
Equal to 7

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Waste Water Engineering
¾th or ¼th extra space is left in sewer pipes at maximum discharge for

Unexpected increase in population
Low estimates of the average and maximum flows
All listed here
Large scale infiltration of storm water

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